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Discussion on using Evapotranspiration for Water Rights Management

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Presentation on theme: "Discussion on using Evapotranspiration for Water Rights Management"— Presentation transcript:

1 Discussion on using Evapotranspiration for Water Rights Management
Rick Allen -- University of Idaho, Kimberly, Idaho Partners and Collaborators: Jeppe Kjaersgaard, Magali Garcia, R. Trezza – University of Idaho Tony Morse, W. Kramber – Idaho Dept. Water Resources Wim Bastiaanssen – WaterWatch, M. Tasumi --Univ. Miyazaki, Japan James Wright -- USDA-ARS

2 (radiation from sun and sky)
METRIC Energy balance ET is calculated as a “residual” of the energy balance R n (radiation from sun and sky) ET H (heat to air) ET = R - G - H n Basic Truth: Evaporation consumes Energy The energy balance includes all major sources (Rn) and consumers (ET, G, H) of energy G (heat to ground)

3 Energy balance gives us “actual” ET
Therefore, we can account for impacts on ET caused by: water shortage disease crop variety planting density cropping dates salinity management (these effects can be converted into a crop coefficient)

4 Interpolation of ETrF (i.e., Kc) for Monthly or Seasonal ET
0.2 0.4 0.6 0.8 1 1.2 3/1 4/1 5/1 6/1 7/1 8/1 9/1 10/1 11/1 ETrF Splined Satellite Date Corn 2000

5 Lysimeter at Kimberly (Wright)
Comparison with Lysimeter Measurements: Lysimeter at Kimberly (Wright) 12/17/01

6 Lysimeter data by Dr. J.L. Wright, USDA-ARS
Kimberly, Idaho – Periods between Satellites METRIC ET for period Sugar Beets Sugar Beets, 1989 Kimberly, Idaho Period of Partial Cover Lysimeter data by Dr. J.L. Wright, USDA-ARS

7 Seasonal ET

8 Comparison of Seasonal ET by METRICtm with Lysimeter
ET (mm) - April-Sept., Kimberly, 1989 Sugar Beets METRIC METRIC 714 mm Lysimeter 718 mm

9 Comparison of Seasonal ET by SEBAL2000 with Lysimeter
ET (mm) - July-Oct., Montpelier, ID 1985 Lysimeter 388 mm SEBAL 405 mm

10 Sharpening of Landsat 5 Thermal Band to 30 m
ETrF July 2006 Temp. original (120 m thermal) sharpened (30 m thermal)

11 Sharpening of Landsat 5 Thermal Band to 30 m
Growing Season, 2006 – ET aggregated inside CLU’s

12 Comparison to Kc Curves

13 717 fields in the Twin Falls area
METRIC applied to year 2000 717 fields in the Twin Falls area Average “curve” Vegetation Index

14 Kc near 1.0 indicating high production agriculture
516 fields

15 564 fields

16 325 fields

17 Approaches – 1 (METRIC) Base ET estimates on METRIC
“in-season injury assessment” Approaches – 1 (METRIC) Base ET estimates on METRIC --7 to 10 day lag time, high expense --can apply an ‘attainable’ efficiency to derive Diversion requirement Can normalize to NDVI to estimate stress Can compare with actual Diversions, ET/NDVI from a few other years (2000, 2003, 2006) Advantage – gives ‘actual’ ET Disadvantage Expensive and with time delay One ‘look’ each 16 days only, at best Some native uncertainty in ET estimates (+/-10%?)

18 Approaches – 2 (Satellite NDVI)
“in-season injury assessment” Approaches – 2 (Satellite NDVI) Base ET estimates on NDVI --quick, one day lag time, low expense --apply an ‘attainable’ efficiency to derive Diversion requirement Compare with actual Diversions Advantage quick, low cost can use SPOT, IRS, etc. if the current LS fails Disadvantage May not see ET reductions caused by stress (water shortage) “Injury” based on act. vs. required diversions

19 Approaches – 3 (no satellite)
“in-season injury assessment” Approaches – 3 (no satellite) Calculate ratio of running average Diversion to running average reference ET (from weather data) Compare to other years (> 20) Advantage quick, inexpensive longer time series for context (>20 years for Agrimet) Disadvantage May need to normalize for cropping patterns May need to normalize for shift to sprinklers

20 “basal” Kc “mean” Kc “mean” Kc “basal” Kc

21 “mean” Kc “mean” Kc “basal” Kc

22 “mean” Kc vs. NDVI Well-watered fields Magic Valley, 2000 Kcm

23 “mean” Kc vs. NDVI Well-watered fields

24 Development of a seasonal Kc curve from NDVI – Comparison against 1989 Lysimeter data at Kimberly for Landsat Overpass Dates (Kc and NDVI were then splined between dates to obtain daily ET estimates)

25 Comparisons between daily ET determined by METRIC for specific crops and ET determined from the general Kcm vs. NDVIsurf relationship, year 2000, Magic Valley, averaged over 100’s of sampled fields

26 Comparisons between 5-day ET determined by METRIC for specific crops and ET determined from the general Kcm vs. NDVIsurf relationship, , year 2000, Magic Valley, averaged over 100’s of sampled fields

27 Error (%) in seasonal ET estimated using Kc estimated using the NDVI (normalized difference vegetation index) relative to seasonal ET calculated by METRIC – positive values indicate overestimation.

28 “Performance” of Irrigation Projects

29 Twin Falls Tract -- 220,000 acres -- Alfalfa Reference Basis
Irrigation Project Performance -- Idaho Mar Apr May Jun Jul Aug Sep Oct 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 Project wide Crop Coefficient -- METRIC Twin Falls Tract ,000 acres -- Alfalfa Reference Basis 2000 2003 Kc March, Sept., and Oct. unavailable for 2003 due to clouds

30 Irrigation Project Performance -- Idaho
Twin Falls Canal Company, Idaho

31 Can the NDVI-based Kc pick up ‘stress’ caused by water shortage?
“mean” Kc “basal” Kc “mean” Kc “basal” Kc Stress? or Random error in Kc estimate?

32

33

34

35 High because of evaporation from surface flooding
or high because of no stress??

36 Issues If NDVI (and thus ET) is ‘low’ is it because:
shift in crop types due to market shift in crop types because of perceived water shortage (i.e., internal mitigation) chronic shortage of water during development cool spring – late/retarded development warm summer – accelerated ripening

37 Approaches – 1 (METRIC) Base ET estimates on METRIC
“in-season injury assessment” Approaches – 1 (METRIC) Base ET estimates on METRIC --7 to 10 day lag time, high expense --can apply an ‘attainable’ efficiency to derive Diversion requirement Can normalize to NDVI to estimate stress Can compare with actual Diversions, ET/NDVI from a few other years (2000, 2003, 2006) Advantage – gives ‘actual’ ET Disadvantage Expensive and with time delay One ‘look’ each 16 days only, at best Some native uncertainty in ET estimates (+/-10%?)

38 Approaches – 2 (Satellite NDVI)
“in-season injury assessment” Approaches – 2 (Satellite NDVI) Base ET estimates on NDVI --quick, one day lag time, low expense --apply an ‘attainable’ efficiency to derive Diversion requirement Compare with actual Diversions Advantage quick, low cost can use SPOT, IRS, etc. if the current LS fails Disadvantage May not see ET reductions caused by stress (water shortage) “Injury” based on act. vs. required diversions

39 Approaches – 3 (no satellite)
“in-season injury assessment” Approaches – 3 (no satellite) Calculate ratio of running average Diversion to running average reference ET (from weather data) Compare to other years (> 20) Advantage quick, inexpensive longer time series for context (>20 years for Agrimet) Disadvantage May need to normalize for cropping patterns May need to normalize for shift to sprinklers

40 Impact of Irrigation System Type on ET -- south-central Idaho -- 2003
METRIC Analyses by Lorite, Allen and Robison

41 Impact of Irrigation System Type on ET -- south-central Idaho -- 2003
METRIC Analyses by Lorite, Allen and Robison

42 Impact of Irrigation System Type on ET -- south-central Idaho -- 2003
METRIC Analyses by Lorite, Allen and Robison


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